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Tender Value
₹6.4 Cr
EMD Value
₹12.7 L
Closing Date
22 Sept 2026, 3:00 pm
PD, PMU, BIIU, ADB, PWD, Dehradun
Project Director, Project Management Unit (PMU), Bridge Improvement in Uttarakhand (BIIU), ADB, Public Works Department (PWD), Dehradun
Construction work of 15m Double Lane RCC T-Beam Motor Bridge at Km 157 and 48m Double Lane Steel Truss Motor Bridge at Km 165 of Late Shri Geetaram Pokhriyal state highway (Marchula Saraikhet Baijro Pokhra Satpuli Pauri) (SH-32) in District Pauri.
2026_BIIU0_99219_1
579/02BIIUPMU/2026_17
Open Tender
Civil Works - Bridges
Item Rate
545 days
Pabo
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Director PMU BIIU ADB PWD
₹12.7 L
Dehradun
21 Aug 2026
21 Aug 2026
22 Sept 2026
21 Aug 2026
22 Sept 2026
9 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.5 | Construction of 48m Double Lane Steel Truss Motor Bridge at Km 165 of SH- 32 (Bridge ID 233) | - | - | - | - |
| 1Excavation for Approach Road in all type of soil & Rock by mechanical means (not requiring blasting) including cutting and trimming of slopes and disposal of cut material with all lead and lift as per Clause 1603. defect cutting as per designed Plan and EL-section as direction of Engineer-in-charge including supply of all materials, labour, T&p etc. required for proper completion of the work. | |||||
| 2Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction For Approach | |||||
| 3Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifictions. | |||||
| 4Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | |||||
| 5Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | |||||
| 6WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Mechanical Means | |||||
| 7 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 1 | cum | - | - |
| 8 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 1 | cum | - | - |
| 9Prime Coat Medium porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.20 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
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details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 2.91 MB
Bid_Document_Vol_1_Pkg_17.pdf
Tender Documents • 1.52 MB
Bid_Document_Vol_2_Pkg_17.pdf
Tender Documents • 3.95 MB
Geotechnical_Investigation_KM_157_SH_32.pdf
Additional Documents • 4.57 MB
Geotechnical_Investigation_KM_165_SH__32.pdf
Additional Documents • 2.02 MB
geologist_report_bridge_ID_2285.pdf
Additional Documents • 2.56 MB
geologist_report_bridgeid_233.pdf
Additional Documents • 1.62 MB
Km_157_Approach_road_drawing_2.pdf
Additional Documents • 3.20 MB
Km_157_structural_drawing_1.pdf
Additional Documents • 3.73 MB
Topographical_bridgeid_233.pdf
Additional Documents • 0.20 MB
Topographical_Sheet_Bridge_ID_2285.pdf
Additional Documents • 0.81 MB
Km_165_structural_drawing_2.pdf
Additional Documents • 3.44 MB
Km_165_GAD_and_structural_drawing_1.pdf
Additional Documents • 4.00 MB
BOQ_117007.xls
BOQ • 0.44 MB
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